# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 140
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -19.21
# Trailing edge coordinates (mm): x= 64.15  y= 19.11
#
#  x(mm)    y(mm)
   10.55    -3.54
   10.87    -3.60
   11.37    -3.75
   11.88    -3.88
   12.38    -3.95
   12.89    -4.04
   13.39    -4.04
   13.89    -4.04
   14.40    -4.04
   14.91    -4.04
   15.41    -3.98
   15.91    -3.92
   16.42    -3.85
   16.92    -3.75
   17.43    -3.66
   17.93    -3.54
   18.44    -3.47
   18.94    -3.38
   19.45    -3.29
   19.95    -3.16
   20.46    -3.06
   20.96    -2.97
   21.47    -2.84
   21.97    -2.75
   22.48    -2.62
   22.98    -2.49
   23.48    -2.34
   23.99    -2.21
   24.49    -2.05
   25.00    -1.93
   25.50    -1.80
   26.01    -1.68
   26.51    -1.55
   27.02    -1.39
   27.52    -1.27
   28.03    -1.14
   28.53    -1.02
   29.04    -0.89
   29.54    -0.76
   30.05    -0.67
   30.55    -0.54
   31.06    -0.41
   31.56    -0.29
   32.07    -0.19
   32.57    -0.07
   33.07     0.06
   33.58     0.19
   34.08     0.34
   34.59     0.50
   35.09     0.63
   35.60     0.79
   36.10     0.94
   36.61     1.10
   37.11     1.29
   37.62     1.45
   38.12     1.60
   38.63     1.80
   39.13     1.98
   39.64     2.18
   40.14     2.33
   40.65     2.49
   41.15     2.68
   41.65     2.84
   42.16     2.99
   42.66     3.21
   43.17     3.37
   43.67     3.56
   44.18     3.75
   44.68     3.94
   45.19     4.13
   45.69     4.35
   46.20     4.54
   46.70     4.73
   47.20     4.95
   47.71     5.17
   48.22     5.39
   48.72     5.61
   49.23     5.86
   49.73     6.18
   50.23     6.43
   50.74     6.69
   51.24     7.03
   51.75     7.35
   52.25     7.69
   52.76     8.04
   53.26     8.42
   53.77     8.80
   54.27     9.18
   54.78     9.59
   55.28    10.03
   55.78    10.44
   56.29    10.91
   56.80    11.42
   57.24    11.85